Karnataka Urban Water Supply And Drainage Board Tender
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The KUWSDB has issued a formal invitation for competitive bids for the Karnataka Urban Water Supply And Drainage Board project, for Conducting Topographical Survey, Investigation Of Existing & Proposed Ugd Scheme And Preparation Of Design & Dpr For Rejuvenation Of Ugd Scheme To Udupi City in Udupi, Karnataka, with an estimated contract value of Rs. 14,85,241. The bid opening date for this tender is 06-01-2021 and the last date for bid submission is 20-01-2021. Interested bidders for Karnataka Urban Water Supply And Drainage Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 37,000Document Cost
NATender Fee
NA
Description
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Contact
Tender Id
KUWSDB/2020-21/OW/WORK_INDENT2878Bid Award Id
ViewTender No
KUWSDB/2020-21/OW/WORK_INDENT2878Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Conducting Topographical GIS survey of existing UGD scheme in Udupi city including opening & closing of existing manhole, House service connections cleaning blocked manhole by jetting cum sucking machine, clearing the obstructions & jungle clearance for outfall sewer line with all survey staff required covering all the existing Manholes in ULB limit including rectification of damages caused to MH / HSC if any during opening with all lead and lift etc., complete, indicating GL, IL depth of manhole, type of manhole, die and type of sewage line, demarcation of HSC with outlet level at house and inlet level at MH of existing UGD networks in drawings etc., complete as directed by the engineer in charge.
1
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280000
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--do-- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schist, fissured rock without resorting to blasting etc., complete as directed by the Engineer in charge . 2 to 4 M depth
7.78
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8510.93
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-do- In Hard laterite rock above 20% iron ore by chiselling and trimming to proper slope as directed by the Engineer in charge . 0 to 2 Mtrs depth
2.3
-
7267.42
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Earth work excavation for pipe line trenches including depositing on bank with all lead and lift including shoring and strutting, danger lighting and using sight rails and boning rods at 100 mtrs apart wherever necessary as directed by the Engineer-in-charge in all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock. the following strata as directed by the Engineer in charge . 2 to 4 M depth
9.07
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5207.99
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Designing all the UGD components such as UGD network, with manhole details such as MH No, GL, invert level, depth of Manhole outfall sewer line, wetwell, rising main, STP & effluent lead off line etc. including block level drawings of wetwell & STP sites with contour level of the entire area indicating the existing details of water supply line UGD details if any, by using latest software by using available data or collecting form the local body including submitting in 6 sets in hard copy & one set of soft copy after getting approval from competent authority etc., complete as directed by the Engineer in charge
1
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182000
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-do-- In disintegrated rock, soft rock, soft shale and medium hard rock comprising of lime stone, sand stone hard shale, schist, fissured rock without resorting to blasting etc., complete asas directed by the Engineer in charge. 0 to 2 Mtrs depth
3.46
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3379.73
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Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering and consolidation in layers of 15 cms thickness including disposing off the surplus earth with all lead and lift etc., complete as directed by the Engineer in charge
48.96
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5547.17
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-do-In Hard laterite rock or in hard laterite containing iron ore up to 20% by chiselling and trimming to proper slope etc., complete as directed by the Engineer in charge . 0 to 2 Mtrs depth
4.61
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6868.67
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Earth work excavation for pipe line trenches including depositing on bank with all lead and lift including shoring and strutting, danger lighting and using sight rails and boning rods at 100 mtrs apart wherever necessary as directed by the Engineer-in-charge in all soils mixed with boulders of 30 cm size upto and exclusive of disintegrated rock. the following strata as directed by the Engineer in charge . 0 to 2 M depth
11.52
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4980.1
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Testing the soil sample and collection of data related to the strata including preparation of C/S of soil strata & submission of drawings etc., complete as directed by the Engineer in charge
3
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3300
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-do- in hard rock by chiselling etc., complete as directed by the Engineer in charge . 0 to 2 Mtrs depth
1.15
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4525.54
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Preparation of Detailed project report according to the design including providing coloured/black & white drawings of components in required size, providing 4 sets of booklets of estimate and designs etc., complete as prescribed by the Engineer in charge .
1
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250000
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-do-In Hard laterite rock or in hard laterite containing iron ore up to 20% by chiselling and trimming to proper slope etc., completeas directed by the Engineer in charge . 2 to 4 M depth
5.18
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9239.31
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do- in hard rock by chiselling etc., complete as directed by the Engineer in charge 2 to 4 M depth
1.3
-
5489.06
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Testing the soil sample for iron ore content etc., complete as directed by the Engineer in charge
3
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10500
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